• 제목/요약/키워드: 3D motion analysis system

검색결과 295건 처리시간 0.031초

선수 구조부 구조해석 시스템 개발(1) - 파랑충격하중 특성의 추정 - (Development of Structural Analysis System of Bow Flare Structure(1) - Prediction of Wave Impact Load Characteristics -)

  • 이상갑;김만수
    • 대한조선학회논문집
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    • 제36권4호
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    • pp.77-86
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    • 1999
  • 대체로 황천 운행 시 선체와 파도의 상대적인 운동에 의하여 발생하는 파랑충격하중을 고려하여 선수 구조부를 설계하고 있다. 선수 구조부의 파랑충격현상은 대단히 복잡한 현상을 나타내고 있고 정확하게 규명하기 어렵기 때문에 경험적인 설계에 의존하고 있다. 본 연구에서는 첫 단계로서 동적 비선형 범용 프로그램 LS/DYNA3D를 이용하여 선수 구조부의 손상 자료로부터 역으로 파랑충격하중을 추정하고, 파랑충격압력 곡선의 극치, 지속시간, 후부높이, 극치발생시간 등과 같은 특징에 대한 파라메트 연구를 수행하고자 한다. 본 연구를 통하여 파랑충격하중에 대한 구조물의 동적 거동은 주로 충격압력역적에 의하여 영향을 받고, 또한 구조물에 최대 변형이 발생하기 이전에 가하여진 충격압력역적이 거동에 매우 큰 영향을 미친다는 것을 알 수 있었다.

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Three dimensional dynamic soil interaction analysis in time domain through the soft computing

  • Han, Bin;Sun, J.B.;Heidarzadeh, Milad;Jam, M.M. Nemati;Benjeddou, O.
    • Steel and Composite Structures
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    • 제41권5호
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    • pp.761-773
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    • 2021
  • This study presents a 3D non-linear finite element (FE) assessment of dynamic soil-structure interaction (SSI). The numerical investigation has been performed on the time domain through a Finite Element (FE) system, while considering the nonlinear behavior of soil and the multi-directional nature of genuine seismic events. Later, the FE outcomes are analyzed to the recorded in-situ free-field and structural movements, emphasizing the numerical model's great result in duplicating the observed response. In this work, the soil response is simulated using an isotropic hardening elastic-plastic hysteretic model utilizing HSsmall. It is feasible to define the non-linear cycle response from small to large strain amplitudes through this model as well as for the shift in beginning stiffness with depth that happens during cyclic loading. One of the most difficult and unexpected tasks in resolving soil-structure interaction concerns is picking an appropriate ground motion predicted across an earthquake or assessing the geometrical abnormalities in the soil waves. Furthermore, an artificial neural network (ANN) has been utilized to properly forecast the non-linear behavior of soil and its multi-directional character, which demonstrated the accuracy of the ANN based on the RMSE and R2 values. The total result of this research demonstrates that complicated dynamic soil-structure interaction processes may be addressed directly by passing the significant simplifications of well-established substructure techniques.

OGLE-2017-BLG-1049: ANOTHER GIANT PLANET MICROLENSING EVENT

  • Kim, Yun Hak;Chung, Sun-Ju;Udalski, A.;Bond, Ian A.;Jung, Youn Kil;Gould, Andrew;Albrow, Michael D.;Han, Cheongho;Hwang, Kyu-Ha;Ryu, Yoon-Hyun;Shin, In-Gu;Shvartzvald, Yossi;Yee, Jennifer C.;Zang, Weicheng;Cha, Sang-Mok;Kim, Dong-Jin;Kim, Hyoun-Woo;Kim, Seung-Lee;Lee, Chung-Uk;Lee, Dong-Joo
    • 천문학회지
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    • 제53권6호
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    • pp.161-168
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    • 2020
  • We report the discovery of a giant exoplanet in the microlensing event OGLE-2017-BLG-1049, with a planet-host star mass ratio of q = 9.53 ± 0.39 × 10-3 and a caustic crossing feature in Korea Microlensing Telescope Network (KMTNet) observations. The caustic crossing feature yields an angular Einstein radius of θE = 0.52 ± 0.11 mas. However, the microlens parallax is not measured because the time scale of the event, tE ≃ 29 days, is too short. Thus, we perform a Bayesian analysis to estimate physical quantities of the lens system. We find that the lens system has a star with mass Mh = 0.55+0.36-0.29 M⊙ hosting a giant planet with Mp = 5.53+3.62-2.87 MJup, at a distance of DL = 5.67+1.11-1.52 kpc. The projected star-planet separation is a⊥ = 3.92+1.10-1.32 au. This means that the planet is located beyond the snow line of the host. The relative lens-source proper motion is μrel ~ 7 mas yr-1, thus the lens and source will be separated from each other within 10 years. After this, it will be possible to measure the flux of the host star with 30 meter class telescopes and to determine its mass.

보행속도변화에 따른 인지 과제 수행이 보행수 변동성에 미치는 영향 (Effects of Cognitive Task on Stride Rate Variability by Walking Speeds)

  • 최진승;유지혜;김형식;정순철;이정한;이봉수;탁계래
    • 대한의용생체공학회:의공학회지
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    • 제27권6호
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    • pp.323-331
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    • 2006
  • The purpose of this study was to investigate the effect of performing a cognitive task during treadmill walking on the stride rate variability. Ten university students(age $24.0{\pm}0.25$, height $172{\pm}3.1cm$, weight $66{\pm}5.3kg$) were participated in dual task experiments which consist of both walking alone and walking with a cognitive task. Two-back task was selected for the cognitive task since it did not have learning effect during the experimental procedure.3D motion analysis system was used to measure subject's position data by changing walking speed with 4.8, 5.6, 6.4, 6.8, and 7.2 km/hr. Stride rate was calculated by the time between heel contact and heel contact. Accuracy rate of a cognitive task during walking, coefficient of variance, allometric scaling methods and Fano factor were used to estimated the stride rate variability. As the walking speed increased, accuracy rate decreased and the logarithmic value of Fano factor increased which showed the statistical difference. Thus it can be concluded that the gait control mechanism is distracted by the secondary attention focus which is the cognitive task ie. two-back task. Further study is needed to clarify this by increasing the number of subject and experiment time.

투입구 높이 및 내부 드럼 깊이를 고려한 펄세이터 세탁기 사용시 평균신장 사용자의 관절 토크 및 근력에 미치는 영향 (The Effects of Pulsator Washing Machine on Joints Torques and Muscles Strengths Considering Height of Outside Machine and Depth of Inside Drum for Average Height Users)

  • 김성국;조영근;이남기;유승현;임도형;김한성;고창용
    • 대한의용생체공학회:의공학회지
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    • 제33권4호
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    • pp.184-193
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    • 2012
  • Many studies have reported that housework done using household appliances may affect biomechanical characteristics of the musculoskeletal system. The purpose of this study was to investigate the effects of housework done using a pulsator washing machine on joints and muscles. We calculated joint torques and muscle strengths on the basis of an experimental/virtual three-dimensional motion analysis for six healthy females using the pulsator washing machine at different heights (H) and depths (D) of the inside drum (H (mm){\times}D (mm), Trial1: $962.5{\times}609.4$, Trial2: $962.5{\times}624.4$, Trial3: $982.5{\times}644.4$, Trial4: $995.5{\times}642.4$, Trial5: $1015.5{\times}677.4$). The joint torques and muscle strengths tended to be considerably different during torso flexion in the sagittal plane for all the trials. The maximum joint torques for the thoracic vertebra, left ankle, and right shoulder measured in Trial4 were significantly higher than those measured in the other trials (p < 0.05); in addition, those for the thoracic vertebra and both ankles measured in Trial5 were significantly higher than those measured in the other trials (p < 0.05). The maximum muscle strengths for the left trapezius muscle and both tibialis anterior muscles measured in Trial5 were significantly higher than those measured in the other trials (p < 0.05). These results indicate that housework done using a pulsator washing machine may affect joint torques and muscle strengths, and these effects are dependent on the height and/or depth of the inside drum of the pulsator washing machine.

도심지역 수목 높이값 측정을 위한 무인항공기에서 취득된 스테레오 영상의 활용 가능성 고찰 (A Study on the Possibility of Using UAV Stereo Image for Measuring Tree Height in Urban Area)

  • 이수암;김수현;김태정
    • 대한원격탐사학회지
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    • 제33권6_2호
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    • pp.1151-1157
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    • 2017
  • 가로수는 도시 환경 개선을 위한 중요한 개체이다. 특히 도시 협곡에서 가로수 높이는 대기 오염물질의 제거에 큰 영향을 미치는 요소로써 높이를 정확히 측정해야할 필요가 있다. 본 연구에서는 수목의 높이 측정을 위해 대상지역의 무인항공기 영상을 정밀하게 보정하여 스테레오 영상 기반으로 수목의 높이를 추출하는 방식을 시도해보았다. 무인항공기의 영상 정렬은 공선방정식 기반의 SfM(Structure from motion) 방식을 적용하였으며 보정된 영상을 수치도화기에 적용하여 도시 협곡지역의 가로수 높이를 측정하였다. 가로수와 인접 건물의 높이를 함께 취득하였으며 정확한 지물의 높이 계산을 위해 도로면의 평균높이를 함께 산출하여 처리하였다. 그 결과로 수목의 높이 측정 및 건물과의 상대적인 높이값 차이 산출을 수치도화기를 이용한 육안 분석을 통해서 빠르게 할 수 있음을 확인하였다. 이는 무인항공기를 이용하여 별도의 3차원 포인트 클라우드를 제작하지 않고도 건물과 수목의 상대적인 높이 차이를 산출할 수 있음을 의미한다. 또한 비전문가도 활용할 수 있다는 장점이 있다. 향후 사용자가 영상 내 수목이나 건물의 한 지점을 선택하면 자동으로 해당 개체의 높이값을 추출하는 연구 및 영상에서 자동으로 수목을 추출한 뒤 수고가 함께 취득되는 연구가 수행되어야 하며, 이러한 기술의 개발 및 연구는 이후 도심지내 환경 정책 및 가로수 등의 현황파악에 도움이 될 수 있을 것으로 기대된다.

Generation of Ionospheric Delay in Time Comparison for a Specific GEO Satellite by Using Bernese Software

  • Jeong, Kwang Seob;Lee, Young Kyu;Yang, Sung Hoon;Hwang, Sang-wook;Kim, Sanhae;Song, Kyu-Ha;Lee, Wonjin;Ko, Jae Heon
    • Journal of Positioning, Navigation, and Timing
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    • 제6권3호
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    • pp.125-133
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    • 2017
  • Time comparison is necessary for the verification and synchronization of the clock. Two-way satellite time and frequency (TWSTFT) is a method for time comparison over long distances. This method includes errors such as atmospheric effects, satellite motion, and environmental conditions. Ionospheric delay is one of the significant time comparison error in case of the carrier-phase TWSTFT (TWCP). Global Ionosphere Map (GIM) from Center for Orbit Determination in Europe (CODE) is used to compare with Bernese. Thin shell model of the ionosphere is used for the calculation of the Ionosphere Pierce Point (IPP) between stations and a GEO satellite. Korea Research Institute of Standards and Science (KRISS) and Koganei (KGNI) stations are used, and the analysis is conducted at 29 January 2017. Vertical Total Electron Content (VTEC) which is generated by Bernese at the latitude and longitude of the receiver by processing a Receiver Independent Exchange (RINEX) observation file that is generated from the receiver has demonstrated adequacy by showing similar variation trends with the CODE GIM. Bernese also has showed the capability to produce high resolution IONosphere map EXchange (IONEX) data compared to the CODE GIM. At each station IPP, VTEC difference in two stations showed absolute maximum 3.3 and 2.3 Total Electron Content Unit (TECU) in Bernese and GIM, respectively. The ionospheric delay of the TWCP has showed maximum 5.69 and 2.54 ps from Bernese and CODE GIM, respectively. Bernese could correct up to 6.29 ps in ionospheric delay rather than using CODE GIM. The peak-to-peak value of the ionospheric delay for TWCP in Bernese is about 10 ps, and this has to be eliminated to get high precision TWCP results. The $10^{-16}$ level uncertainty of atomic clock corresponds to 10 ps for 1 day averaging time, so time synchronization performance needs less than 10 ps. Current time synchronization of a satellite and ground station is about 2 ns level, but the smaller required performance, like less than 1 ns, the better. In this perspective, since the ionospheric delay could exceed over 100 ps in a long baseline different from this short baseline case, the elimination of the ionospheric delay is thought to be important for more high precision time synchronization of a satellite and ground station. This paper showed detailed method how to eliminate ionospheric delay for TWCP, and a specific case is applied by using this technique. Anyone could apply this method to establish high precision TWCP capability, and it is possible to use other software such as GIPSYOASIS and GPSTk. This TWCP could be applied in the high precision atomic clocks and used in the ground stations of the future domestic satellite navigation system.

Polarimetry of Three Asteroids in Comet-Like Orbits (ACOs)

  • Geem, Jooyeon;Ishiguro, Masateru;Bach, Yoonsoo P.;Kuroda, Daisuke;Naito, Hiroyuki;Hanayama, Hidekazu;Kim, Yoonyoung;Kwon, Yuna G.;Jin, Sunho;Sekiguchi, Tomohiko;Okazaki, Ryo;Vaubaillon, Jeremie J.;Imai, Masataka;Ono, Tatsuharu;Futamuts, Yuki;Takagi, Seiko;Sato, Mitsuteru;Kuramoto, Kiyoshi;Watanabe, Makoto
    • 천문학회보
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    • 제44권1호
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    • pp.65-65
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    • 2019
  • Near-Earth objects consist of a mixture of bodies originated from outer solar system and main asteroidal belt, which are recognized as comets and near-Earth asteroids. In principal, they have orbits distinguishable by their orbital elements. It is, however, that some comets are recognized as asteroids because they could have lost the most of volatile materials in their subsurface layers. Due to their asteroidal appearances, it has been challenging to discriminate such dormant comets from a list of known asteroids. Here we propose to utilize polarimetric technique for finding such dormant comets. We thus conducted a polarimetric observations of three candidates of dormant comet nuclei, (331471) 1984 QY1, (3552) Don Quixote and (944) Hidalgo, by using the 1.6-m Pirka Telescope at the Nayoro observatory (operated by Hokkaido University, Japan). We selected these asteroids in comet-like orbits (ACOs) based on the orbital elements (i.e., the Tisserand parameter with respect to Jupiter TJ < 3). We found that 1984 QY1 has a polarimetric albedo (geometric albedo determined via polarimetry) pV = 0.16 +/- 0.06 while both Don Quixote and Hidalgo have Rc-band polarimetric albedos pR < 0.05. In accordance with the polarimetric result together with a dynamical analysis, we surmised that 1984 QY1 could be an S-type asteroid evolved into the current orbit via 3:1 mean motion resonance with Jupiter. On the contrary, the previous spectroscopic studies indicated that Don Quixote and Hidalgo are classified into D-type taxonomic group, which are typical of comet nuclei. In this presentation, we will introduce our polarimetric observations of ACOs and emphasize that polarimetry is powerful for discriminating the asteroidal and cometary origins.

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수치예보모델 초기치로서 GPS 가강수량 영향 분석 (ANALYSIS ON GPS PWV EFFECTS AS AN INITIAL INPUT DATA OF NWP MODEL)

  • 이재원;조정호;백정호;박종욱
    • Journal of Astronomy and Space Sciences
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    • 제24권4호
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    • pp.285-296
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    • 2007
  • 시 공간 분해능이 우수한 GPS 가강수량 자료를 활용하면 강수나 구름과 같이 변동성이 큰 기상현상에 대한 수치예보모델의 예측성 한계를 줄일 수 있다. 이 연구에서는 GPS 가강수량 자료를 수치 예보모델에 초기치로서 적용하기 위해 한국천문연구원과 해양수산부가 운영하고 있는 GPS 상시관측소 자료로부터 GPS 가강수량을 계산하였다. 시 공간적 규모가 작아 기존 수치예보모델에서 예측하기 어려운 국지적 집중호우사례를 선정하였다. 차세대 수치예보모델인 WRF(Weather Research & Forecasting)모델의 3차원 변분동화(3D-Var)기법을 이용하여 GPS 가강수량 자료를 초기치에 동화하였다. 이 연구는 GPS 가강수량 자료가 수치예보모델의 결과에 미치는 영향을 분석하였다. 분석결과를 바탕으로 하여 수치예보모델의 예측성 향상을 위한 연구방향을 제시 하였다.

Response evaluation and vibration control of a transmission tower-line system in mountain areas subjected to cable rupture

  • Chen, Bo;Wu, Jingbo;Ouyang, Yiqin;Yang, Deng
    • Structural Monitoring and Maintenance
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    • 제5권1호
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    • pp.151-171
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    • 2018
  • Transmission tower-line systems are commonly slender and generally possess a small stiffness and low structural damping. They are prone to impulsive excitations induced by cable rupture and may experience strong vibration. Excessive deformation and vibration of a transmission tower-line system subjected to cable rupture may induce a local destruction and even failure event. A little work has yet been carried out to evaluate the performance of transmission tower-line systems in mountain areas subjected to cable rupture. In addition, the control for cable rupture induced vibration of a transmission tower-line system has not been systematically conducted. In this regard, the dynamic response analysis of a transmission tower-line system in mountain areas subjected to cable rupture is conducted. Furthermore, the feasibility of using viscous fluid dampers to suppress the cable rupture-induced vibration is also investigated. The three dimensional (3D) finite element (FE) model of a transmission tower-line system is first established and the mathematical model of a mountain is developed to describe the equivalent scale and configuration of a mountain. The model of a tower-line-mountain system is developed by taking a real transmission tower-line system constructed in China as an example. The mechanical model for the dynamic interaction between the ground and transmission lines is proposed and the mechanical model of a viscous fluid damper is also presented. The equations of motion of the transmission tower-line system subjected to cable rupture without/with viscous fluid dampers are established. The field measurement is carried out to verify the analytical FE model and determine the damping ratios of the example transmission tower-line system. The dynamic analysis of the tower-line system is carried out to investigate structural performance under cable rupture and the validity of the proposed control approach based on viscous fluid dampers is examined. The made observations demonstrate that cable rupture may induce strong structural vibration and the implementation of viscous fluid dampers with optimal parameters can effectively suppress structural responses.